Thank You for Your Consideration

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AI Thread Summary
The discussion centers on the application of Castigliano's theorem to a statically determinate problem. It clarifies that since B is a hinged joint rather than a support, no moment is present in the beam at that point. The solution provided is deemed correct, and appreciation is expressed for the assistance received. The conversation emphasizes the simplicity of the energy method in this context. Overall, the exchange highlights the effective use of Castigliano's theorem in structural analysis.
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Homework Statement
Dear Everyone:
Q:Please help me to understand why to solve the bending moment of Ma by using the energy method is different from the solution?
Relevant Equations
Relevant Equations as follows.
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Thank you for your time and consideration.
 
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I'm not sure what energy method you are using, but since the problem is statically determinate, you don't need to know any rotation angles. B is a hinged joint, not a support, so there is no moment in the beam at B. The solution appears correct. Keep it simple.
 
Dear PhanthomJay
The energy method is Castigliano’s theorem and thank you for your help.

Castigliano’s theorem is ref. as follows:
1598087747590.png
 
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